CN106573753A - Building sway operation system - Google Patents
Building sway operation system Download PDFInfo
- Publication number
- CN106573753A CN106573753A CN201580040963.7A CN201580040963A CN106573753A CN 106573753 A CN106573753 A CN 106573753A CN 201580040963 A CN201580040963 A CN 201580040963A CN 106573753 A CN106573753 A CN 106573753A
- Authority
- CN
- China
- Prior art keywords
- building
- acceleration transducer
- rocks
- rocked
- operating system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B5/00—Applications of checking, fault-correcting, or safety devices in elevators
- B66B5/0006—Monitoring devices or performance analysers
- B66B5/0018—Devices monitoring the operating condition of the elevator system
- B66B5/0031—Devices monitoring the operating condition of the elevator system for safety reasons
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B5/00—Applications of checking, fault-correcting, or safety devices in elevators
- B66B5/02—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions
- B66B5/021—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions the abnormal operating conditions being independent of the system
- B66B5/022—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions the abnormal operating conditions being independent of the system where the abnormal operating condition is caused by a natural event, e.g. earthquake
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B5/00—Applications of checking, fault-correcting, or safety devices in elevators
- B66B5/0006—Monitoring devices or performance analysers
- B66B5/0037—Performance analysers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B5/00—Applications of checking, fault-correcting, or safety devices in elevators
- B66B5/02—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions
- B66B5/04—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions for detecting excessive speed
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B5/00—Applications of checking, fault-correcting, or safety devices in elevators
- B66B5/02—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B5/00—Applications of checking, fault-correcting, or safety devices in elevators
- B66B5/02—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions
- B66B5/021—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions the abnormal operating conditions being independent of the system
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B5/00—Applications of checking, fault-correcting, or safety devices in elevators
- B66B5/02—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions
- B66B5/021—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions the abnormal operating conditions being independent of the system
- B66B5/025—Applications of checking, fault-correcting, or safety devices in elevators responsive to abnormal operating conditions the abnormal operating conditions being independent of the system where the abnormal operating condition is caused by human behaviour or misbehaviour, e.g. forcing the doors
Abstract
An exemplary building sway operation system (10) for an elevator includes an acceleration sensor (11), and a data receiving unit (12) for receiving a sensor output from the acceleration sensor (11). The acceleration sensor (11) is designed to be mounted on a movable mass (6) of an active vibration control device (5) for a building, in order to detect the reciprocating motion of the movable mass (6) of the active vibration control device (5) responsive to the occurrence of earthquakes or strong winds.
Description
Technical field
The present invention relates to a kind of building for skyscraper rocks operating system.More particularly it relates to a kind of
The building that may be in response to be rocked and performed elevator controlling due to the building that earthquake or high wind are caused rocks operating system.
Background technology
In recent years, the demand of the skyscraper with multiple elevators is continuously increased.In such skyscraper, when due to
High wind and earthquake and when there is building and rocking or shake, the control hawser of such as elevator device and the long component tendency of tensioning member
In waving and blocking with lift facility collision or by the supporting member in the hoistway, this may be to lift facility, control cable
Rope and tensioning member cause to damage.
Wave or rock performing the prior art of elevator controlling as building caused by by detecting earthquake or high wind institute
Detection means, Japanese patent application publication No. 2007-153520A discloses a kind of building including two pendulum sensors and rocks detection
Device operation device.These pendulum sensors are used for detection waving corresponding to the swing component of building degrees of shaking.If be arranged in
Swing component in the corresponding cylinder of pendulum sensor is waved and collided with the inner rim of cylinder, then sensor transmissions detection letter
Number.The earthquake of pendulum sensor cylinder with larger interior diameter detection long period is by a relatively large margin.
However, it is large and expensive that this building rocks detection operation equipment.Generally, depending on building size, averagely
Cycloid length is for about 2 to 3 meters, and thus installation site needs large space.Further, since installation site and mounting condition depend on
It is different in building, so the line length of the swing component in each building must be calibrated.
Japanese Patent No. 5,205,969 discloses a kind of apparatus for controlling elevator equipped with seismic sensor, the earthquake
Sensor includes the two dimensional accelerometer being arranged in building machine room.However, including this seismic sensors of two dimensional accelerometer
Device can not be detecting long period earthquake with the pendulum sensor identical mode of Japanese patent application publication No. 2007-153520 A.
In this case, detect that long period earthquake needs the detection means for substituting.Additionally, this apparatus for controlling elevator is because of its complexity
Mechanism and extremely difficult be retrofitted to existing elevator device.
Various well-known vibration control apparatus are concurrently there are, it is used to weaken by high wind or earthquake (including long period
Earthquake) caused by the vibration rocked of building or amplitude.Japanese patent application publication No. 2010-255791 A discloses a kind of conventional master
Ejector half vibration control apparatus, it is arranged on skyscraper top so as to the building vibration reduced during blast or earthquake or shakes
Shake.Such Vibration Active Control device is configured so that：When vibration control apparatus are detected due to earthquake or high wind
When the building for causing is rocked, the removable mass on vibration control apparatus is driven by actuator, to shake relative to building
Rolling amplitude is carried out reciprocal in the way of reducing building and rocking amplitude in the case of having 90 degree of delayed phases.
However, damping of the such device dedicated for building, it is impossible to which control is arranged in the behaviour of the elevator in skyscraper
Make.
General introduction
According to exemplary, a kind of building for elevator rocks operating system to be included：Acceleration transducer；With
And data receipt unit, the data receipt unit is for from acceleration transducer reception sensor output.Acceleration transducer
It is designed to be arranged on the removable mass of the Vibration Active Control device for building, to detect Vibration Active Control
The reciprocating motion that the removable mass of device is carried out in response to earthquake or the generation of high wind.
Additionally or alternatively, embodiment may include one or more in the various combinations of following characteristics：Acceleration
Sensor is by the wireless power transmission power supply from data receipt unit.
Additionally or alternatively, embodiment may include one or more in the various combinations of following characteristics：Acceleration
Sensor output is transferred to data receipt unit by sensor by radio communication.
Additionally or alternatively, embodiment may include one or more in the various combinations of following characteristics：Data connect
Receive unit to be configured to calculate the movement that building rocks time per unit according to the sensor output received from acceleration transducer
Distance, and the displacement for rocking time per unit according to building calculates the amplitude that building is rocked.
Additionally or alternatively, embodiment may include one or more in the various combinations of following characteristics：Data connect
Receive amplitude of the unit by the way that building is rocked to be compared to determine that building rocks grade with least one threshold value.
Additionally or alternatively, embodiment may include one or more in the various combinations of following characteristics：Data connect
Receive unit grade is rocked according to building and control signal for controlling elevator operation is transmitted at least one apparatus for controlling elevator.
According to the following description and drawings, these and other embodiments will become apparent from, and the accompanying drawing can letter
It is described as follows.
Brief description
Fig. 1 is the schematic diagram for illustrating a kind of possible layout that operating system is rocked according to the building of exemplary.
Fig. 2 is the perspective for illustrating the acceleration transducer encapsulation that operating system is rocked according to the building of exemplary
Figure, the acceleration transducer encapsulation is on the outside of the removable mass of Vibration Active Control device.
Fig. 3 is illustrated according to the encapsulation of the wireless power acceleration transducer of exemplary and radio receiving unit
Block diagram.
Fig. 4 is the flow chart for illustrating the operation rocked for monitoring building.
Fig. 5 is to illustrate that assessment building rocks the sequential chart of the method for grade.
The description of embodiment
Fig. 1 schematically shows the elevator device with the multiple elevator A-C being arranged in skyscraper.Merely for explanation
Purpose three elevator A-C are shown.Elevator device may include the elevator of any right quantity and configuration.Elevator device includes multiple
Lift car 1-3, each lift car is located in corresponding hoistway A-C.Elevator(lift) machine room 4 is arranged in the hoistway of lift car 1-3
A-C tops, wherein being provided with multiple control devices for performing management and control to each elevator A-C.Vibration control is filled
Put room to be further disposed on the upper floor of the top of machine room 4, wherein installing just like for example in Japanese patent application publication No. 2010-
Conventional active vibration control apparatus 5 described in 255791 A, to reduce the building vibration during blast or earthquake.
As shown in figure 1, the part for rocking operating system 10 according to the building of exemplary is disposed in vibration
In control device room 9, the vibration control apparatus room 9 includes：Wireless power acceleration transducer encapsulation 11, it is arranged on vibration
On control device 5；And radio receiving unit 12, it is configured to provide wireless power supply to acceleration transducer encapsulation 11
And receive the wireless data from the transmission of acceleration transducer encapsulation 11.Acceleration transducer encapsulation 11 is attached to removable quality
Block 6 (referring to Fig. 2), the removable mass 6 is placed on vibration control apparatus 5, so as to during blast or earthquake
It is reciprocal along the shake of building, as described in detail below.In one embodiment, radio receiving unit 12 is attached at and builds
Power on walling body and by normal supply socket.However, radio receiving unit 12 can be placed in and be able to carry out to acceleration
In the radio communication of sensor encapsulation 11 and any position of wireless power feeding, and it can be by any other power supply such as
Elevator power supply, battery etc. are powered.
In addition, although have been described as being passed by wireless power according to the acceleration transducer encapsulation 11 of an embodiment
Send power supply, it should be appreciated that acceleration transducer encapsulation 11 can be powered by cable power or can be with battery-powered.
Fig. 2 is that the building for illustrating exemplary rocks the perspective of the acceleration transducer encapsulation 11 of operating system 10
Figure, the acceleration transducer encapsulation 11 is attached to the removable mass 6 on vibration control apparatus 5.
Vibration control apparatus 5 are known active vibration control apparatus, and it is arranged for reducing in blast or earthquake
The building vibration of period rocks.Vibration control apparatus 5 include：Base part 7；The guide rail 8 being arranged on base part 7, institute
Stating guide rail 8 can move along the x directions shown in Fig. 2；And the removable mass 6 being arranged on guide rail 8, the removable quality
Block 6 can be moved along the y directions shown in Fig. 2.Vibration control apparatus 5 also include controller (not shown), and it is used to detect due to ground
The building that shake or high wind are caused is rocked and drives removable mass 6 past along desired orientation in response to building the detection rocked
It is multiple.Removable mass 6 is driven on x directions and/or y directions by actuator, so as to relative to being made due to earthquake or high wind
Into the amplitude rocked of building there are 90 degree delayed phases in the case of carry out it is reciprocal so that building the amplitude fading for rocking.
The acceleration transducer encapsulation 11 of exemplary is configured to detect the reciprocal fortune of removable mass 6
It is dynamic, rather than detect rocking for building itself.Due to may move mass 6 reciprocating motion it is exaggerated compared with building is rocked,
So complicated testing agency need not be provided to accurately detect rocking for building itself.Therefore, exemplary
Even if building is rocked operating system 10 and may insure also detect waving for building using compact and cheap acceleration transducer
Or rock.Further, since the acceleration transducer encapsulation 11 of exemplary is configured to be arranged on active vibration control
In system processed, so being likely to perform acceleration transducer encapsulation by driving the removable mass 6 for test operation
11 detection test.Additionally, the acceleration transducer encapsulation 11 of exemplary can be placed in energy on removable mass 6
Enough detections may move any desired position that mass 6 rocks or wave the movement in direction (i.e. x directions and y directions) along building.
Fig. 3 is to illustrate the block diagram that operating system 10 is rocked according to the building of an embodiment, and the building rocks operation
System 10 includes acceleration transducer encapsulation 11 and radio receiving unit 12.
Acceleration transducer encapsulation 11 includes：Acceleration transducer 14, it is by being arranged on acceleration sensor circuit plate 13
On integrated circuit composition；First arithmetic element (Peripheral Interface Controller or PIC) 15, it is used for according to acceleration transducer 14
Detection signal calculate sensor output value；First wireless receiver circuit 16, it is configured to will by wireless signal
The sensor output value of acceleration transducer 14 is sent to radio receiving unit 12；And wireless power acceptor circuit 17, its
For receiving wireless power supply from radio receiving unit 12.By electric lines of force (dotted line in Fig. 3 is indicated), will be by radio
The electric power of power transmission supply is provided to acceleration transducer 14, the first arithmetic element (PIC) from wireless power acceptor circuit 17
15 and first each in wireless receiver circuit 16.This acceleration transducer encapsulation 11 installs many in the art
On the removable mass 6 of well known active vibration control apparatus 5, and the removable quality of the detection of acceleration transducer 14
The acceleration of block 6, the removable mass 6 is carried out back and forth in response to being rocked due to the building that high wind or earthquake are caused.It is logical
The detection signal for crossing communication (data) line (shown in the dotted line in Fig. 3) acceleration sensor in future 14 is sent to the first computing list
Unit (PIC) 15 will be transported with producing sensor output value, and further passing through the first wireless receiver circuit 16 from first
Calculate the second wireless receiver circuit that the sensor output value of the acquisition of unit (PIC) 15 is sent in radio receiving unit 12
18。
In another embodiment, acceleration transducer encapsulation 11 can be powered by cable power or can be by battery
Power supply.In this case, acceleration transducer encapsulation 11 need not be provided with wireless power acceptor circuit 17.However, plus
Sensor output is transferred to radio receiving unit 12 by speed sensor package 11 by radio communication.
Radio receiving unit 12 includes the second wireless receiver circuit 18, the second arithmetic element (CPU) 19 and control
Supply of electric power circuit 20.
Second wireless receiver circuit 18 is configured to wirelessly receive first from acceleration transducer encapsulation 11
The sensor output value that wireless receiver circuit 16 sends, and be configured to be transmitted to acceleration biography by wireless power
Electric power is supplied in sensor encapsulation 11.
Control supply of electric power circuit 20 is configured to by electric lines of force (dotted line) to the second wireless receiver circuit 18
Electric power is supplied with the second arithmetic element (CPU) 19, and is configured to by the second wireless receiver circuit 18 to acceleration
Degree sensor encapsulates 11 provisioning wireless electric power.Control supply of electric power circuit 20 is supplied (i.e. by the normal electricity installed under construction
Socket) power supply.However, it can be powered by any other power supply elevator power supply, battery etc..
Second arithmetic element (CPU) 19 is configured to according to the sensor output value received from acceleration transducer encapsulation 11
The displacement that building rocks time per unit is calculated, the displacement for then rocking time per unit according to building calculates building
The amplitude rocked.The displacement that the building of time per unit is rocked is based on the active vibration control apparatus installed under construction
Parameter calculating.The parameter of active vibration control apparatus can be arranged by using parameter setting instrument 21 (such as PC),
The parameter setting instrument 21 is connected to the second arithmetic element (CPU) 19 by wired or wireless connection.
Additionally, as described in detail below, the second arithmetic element (CPU) 19 be configured to the amplitude of rocking building with extremely
A few predetermined threshold is compared, and the amplitude level for being configured to be rocked according to building is to the corresponding control unit of elevator
Transmit the control signal for controlling the operation of multiple elevators.Control signal passes through order wire such as Ethernet, power line communication
Etc. or any other wired or wireless device is transferred to the corresponding control unit of elevator (PLC).
The behaviour of operating system 10 is rocked referring now to the building of Fig. 4 exemplaries of the description with above-mentioned configuration
Make.
When vibration control apparatus 5 detect due to the building that earthquake or high wind are caused is rocked when, may move mass 6 in x
Driven by actuator on direction and y directions, so as to rock relative to building amplitude with the case of 90 degree of delayed phases with
Reducing building the mode of amplitude of rocking is carried out back and forth.
Subsequently, the detection of acceleration transducer 14 of the acceleration transducer encapsulation 11 being placed on removable mass 6 can
Reciprocating acceleration of the moving mass block 6 on x directions and y directions, rather than detect that building is rocked.Acceleration transducer
Subsequently the detection signal of acceleration sensor in future 14 is exported to the first arithmetic element (PIC) 15 (step 1).
First arithmetic element (PIC) 15 calculates sensor output value according to detection signal, and by the first wireless data
Sensor output value is transferred to transceiver circuit 16 (the step of the second wireless receiver circuit 18 in radio receiving unit 12
It is rapid 2).
When sensor output value is received in the second wireless receiver circuit 18 of radio receiving unit 12, will
Sensor output value is transferred to the second arithmetic element (CPU) 19 (step 3).Second arithmetic element (CPU) 19 is based on and pre-sets
The parameter of the active vibration control apparatus of (for example, using parameter setting instrument 21), calculated per single according to sensor output value
The displacement (step 4) that the building of position time is rocked.
Subsequently, the displacement rocked according to the building of time per unit rocks amplitude (step 5) calculating building.According to
This building rocks amplitude, it is determined that building rocks grade.
As described in detail hereinafter with reference to Fig. 5, by the way that building is rocked into amplitude and rock at least one pre- can be built
Determine threshold value be compared to assess building rock grade (step 6).
By order wire (as shown in phantom in fig. 1) Ethernet, power line communication (PLC) etc. or any other
Wired or wireless device, by the vibration detection signal that grade is rocked corresponding to the building assessed in step 6 elevator A-C is transferred to
Corresponding control unit (step 7).
Subsequently, by order wire (dotted line in Fig. 1) Ethernet, power line communication (PLC) etc. or any other
Wired or wireless device, each in the control unit of elevator A-C receives vibration detection signal (step 8).
The corresponding control unit for being transferred to elevator can be assessed based on the existing setting of the elevator device in building
The vibration detection signal rocked of building, and can control to rock grade corresponding to building using the vibration detection signal
Elevator operation (step 9).
It should be understood that the elevator system operation in response to building the vibration detection signal rocked can be by more for managing concentratedly
The management and group control system of individual elevator is performed, or it can independently be held by each in the controller of multiple elevators
OK.
With reference to Fig. 5, there is provided illustrate according to the assessment building of embodiment rock grade illustrative methods when
Sequence figure.
When the building calculated in 5 the step of in Fig. 4 rocks the signal level of amplitude less than predetermined first threshold, wirelessly
Second arithmetic element (CPU) 19 of receiving unit 12 determines that building is rocked grade and had no problem, and thus the second arithmetic element
(CPU) 19 any vibration detection signal is not sent to the control device of elevator.In other words, the assessment that building is rocked is reset.
If the signal level of the amplitude for being calculated is equal to or more than first threshold and (i.e. signal is electric less than Second Threshold
Put down as SQ1), then the second arithmetic element (CPU) 19 starts frequencies of the detection signal SQ1 relative to the time.
Herein, if the second arithmetic element (CPU) 19 in the one 30 second repeated detection to signal SQ1, and if
Two arithmetic elements (CPU) 19 detected at least one signal SQ1 in next 30 seconds, then the second arithmetic element (CPU) 19
It is determined that building rocks grade exception, and will indicate that abnormal vibration detection signal CSQ1 is transferred to corresponding elevator controlling system
System.Corresponding apparatus for controlling elevator then proceeds with the elevator operation that grade is rocked corresponding to building.For example, elevator device is held
The automatic diagnostic operation of row.
On the other hand, in the one 30 second repeated detection to after signal SQ1, if be not detected by next 30 seconds
Signal SQ1 with same level, then the second arithmetic element (CPU) 19 determines that building is rocked grade and had no problem, and weight
Set up and build the assessment rocked.
The building calculated in 5 the step of in Fig. 4 is rocked the signal level of amplitude and equals or exceeds Second Threshold (i.e. signal
Level is SQ2) when, once the second arithmetic element (CPU) 19 detects at least one signal SQ2, the second arithmetic unit (CPU) 19
It is high to determine that building rocks grade, and vibration detection signal CSQ2 is transferred to into corresponding apparatus for controlling elevator with soon
Close elevator.
Although the assessment that grade is rocked according to the building of an embodiment is described as by by building for being calculated
Build the signal level of the amplitude of rocking to be compared to perform with two threshold values, it should be appreciated that can by by acceleration itself (i.e. by
Acceleration transducer 14 detection acceleration) with least one predetermined acceleration rate threshold be compared to assess building rock
The assessment of level.In addition, although be described as the assessment that grade is rocked according to the building of an embodiment being based on predetermined
The detection frequency of the corresponding signal (i.e. SQ1 signals and SQ2 signals) with two varying strengths detected in time interval is come
It is estimated, it should be appreciated that the building can be rocked based on the detection frequency of the signal with more than two varying strength
The assessment of grade is estimated, or it can be evaluated based on signal intensity.
As described above, according to exemplary, building is rocked operating system 10 and is configured to detect existing active and shakes
The reciprocating motion that the removable mass of dynamic control device is carried out in response to earthquake or the generation of high wind, rather than detect building
Itself rock.Due to may move mass reciprocating motion it is exaggerated compared with building is rocked, so need not provide any
Complicated testing agency is accurately detecting rocking for long period earthquake and building itself.Further, since acceleration transducer envelope
Fill 11 to be powered by wireless power transmission, so the existing active that acceleration transducer encapsulation 11 can be easily mounted in building is shaken
On the outside of the removable mass 6 of dynamic control device.In the case of this configuration, acceleration transducer packaging body 11 will not
Hinder the movement of movable mass 6.Therefore, may insure to use even if the building of exemplary rocks operating system 10
Compact, lightweight and cheap acceleration transducer are detecting waving or rocking for building.
Acceleration transducer is utilized by being combined with the existing Vibration Active Control device rocked for building, it is exemplary
Embodiment can provide building and rock operating system 10, and the building rocks operating system 10 can easily in existing elevator device
On reequiped and without the need for substantial modifications, and can be by compact, lightweight and the control of cheap device is installed under construction
Multiple elevator devices.Further, since the acceleration transducer of exemplary is configured to be arranged on Vibration Active Control
On device, so the detection for being also possible to be performed by driving the removable mass for test operation acceleration transducer is surveyed
Examination.
Therefore, the building that embodiment is provided for elevator rocks operating system, and it can easily in existing elevator device
On reequiped and without the need for substantial modifications, and can exactly detect that the building caused due to long period earthquake and high wind is rocked
And without the need for any complicated testing mechanism.Embodiment provides building and rocks operating system, and it can be by simple, compact, lightweight
And cheap device come control be arranged on skyscraper in multiple elevator devices.
Although the present invention is particularly shown and describes with reference to exemplary as depicted in the figures,
It would be recognized by those skilled in the art that can be without departing from such as the spirit and scope of the present invention disclosed in the appended claims
In the case of make various modifications.
Claims (6)
1. a kind of building for elevator rocks operating system, and it includes：
Acceleration transducer；And
Data receipt unit, the data receipt unit is used to receive sensor output from the acceleration transducer,
Wherein described acceleration transducer is arranged on the removable mass of the Vibration Active Control device for building.
2. building as claimed in claim 1 rocks operating system, wherein the acceleration transducer from the data by connecing
The wireless power for receiving unit transmits to power.
3. building as claimed in claim 1 rocks operating system, wherein the acceleration transducer passes through radio communication by institute
State sensor output and be transferred to the data receipt unit.
4. building as claimed in claim 1 rocks operating system, wherein the data receipt unit be configured to according to from
The sensor output of the acceleration transducer calculates the displacement that the building of time per unit is rocked, and according to every
The displacement that the building of unit interval is rocked calculates the amplitude built and rock.
5. building as claimed in claim 4 rocks operating system, wherein the data receipt unit is by the way that the building is shaken
The amplitude shaken is compared to determine the grade built and rock with least one threshold value.
6. building as claimed in claim 5 rocks operating system, wherein the data receipt unit rocks according to the building
The grade control signal for controlling elevator operation is transmitted at least one apparatus for controlling elevator.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201462031206P | 2014-07-31 | 2014-07-31 | |
| US62/031206 | 2014-07-31 | ||
| PCT/US2015/042189 WO2016018786A1 (en) | 2014-07-31 | 2015-07-27 | Building sway operation system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106573753A true CN106573753A (en) | 2017-04-19 |
| CN106573753B CN106573753B (en) | 2019-09-10 |
Family
ID=53794518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201580040963.7A Active CN106573753B (en) | 2014-07-31 | 2015-07-27 | Building rocks operating system |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US10239730B2 (en) |
| CN (1) | CN106573753B (en) |
| WO (1) | WO2016018786A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112534156A (en) * | 2018-07-13 | 2021-03-19 | 埃塞克有限责任公司 | System and related method for identifying and actively controlling vibrations in a building |
| US20220267118A1 (en) * | 2019-02-07 | 2022-08-25 | Otis Elevator Company | Elevator system control based on building sway |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106573753B (en) * | 2014-07-31 | 2019-09-10 | 奥的斯电梯公司 | Building rocks operating system |
| JP6896797B2 (en) * | 2019-06-13 | 2021-06-30 | 東芝エレベータ株式会社 | Elevator system |
| CN114901580B (en) * | 2020-01-16 | 2024-04-12 | 三菱电机株式会社 | Elevator judging device |
| WO2021202987A1 (en) * | 2020-04-03 | 2021-10-07 | Duplicent, Llc | Earthquake stabilization device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5022201A (en) * | 1988-04-26 | 1991-06-11 | Kajima Corporation | Apparatus for accelerating response time of active mass damper earthquake attenuator |
| JP2001049880A (en) * | 1999-08-05 | 2001-02-20 | Sekisui House Ltd | Adjusting method of dynamic damper |
| CN101081672A (en) * | 2006-05-31 | 2007-12-05 | 株式会社日立制作所 | Elevator equipment |
| JP2008050131A (en) * | 2006-08-25 | 2008-03-06 | Mitsubishi Electric Corp | Hoistway swing displacement detection device of elevator |
| CN103359568A (en) * | 2012-03-30 | 2013-10-23 | 东芝电梯株式会社 | Control device for elevator |
Family Cites Families (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4056169A (en) | 1976-06-28 | 1977-11-01 | United Technologies Corporation | Elevator control system |
| US4643276A (en) | 1985-05-02 | 1987-02-17 | Westinghouse Electric Corp. | Elevator system |
| US5103937A (en) | 1991-03-28 | 1992-04-14 | Robertson Leslie E | Sway minimization system for elevator cables |
| JP3662304B2 (en) * | 1995-08-16 | 2005-06-22 | 株式会社フジタ | Vibration control device |
| US5861084A (en) | 1997-04-02 | 1999-01-19 | Otis Elevator Company | System and method for minimizing horizontal vibration of elevator compensating ropes |
| JP2000045568A (en) | 1998-07-30 | 2000-02-15 | Taisei Corp | Base isolation structure for building |
| US7793763B2 (en) | 2003-11-14 | 2010-09-14 | University Of Maryland, Baltimore County | System and method for damping vibrations in elevator cables |
| JP5255180B2 (en) | 2005-12-05 | 2013-08-07 | 日本オーチス・エレベータ株式会社 | Elevator earthquake control operation system and elevator earthquake control operation method |
| WO2008026246A1 (en) * | 2006-08-29 | 2008-03-06 | Mitsubishi Electric Corporation | Elevator control apparatus and control method |
| GB2458083B (en) | 2006-12-20 | 2011-12-21 | Otis Elevator Co | Sway mitigation in an elevator system |
| ATE556018T1 (en) | 2007-09-14 | 2012-05-15 | Thyssenkrupp Elevator Capital Corp | SYSTEM AND METHOD FOR MINIMIZING CABLE VIBRATIONS IN ELEVATORS |
| CN101977835B (en) | 2008-03-17 | 2014-09-10 | 奥蒂斯电梯公司 | Elevator dispatching control for sway mitigation |
| BRPI0913051B1 (en) * | 2008-05-23 | 2020-06-23 | Thyssenkrupp Elevator Corporation | APPARATUS TO DAMAGE THE SWING OF A LIFT CAR |
| US9033113B2 (en) | 2009-07-20 | 2015-05-19 | Otis Elevator Company | Building sway resistant elevator derailment detection system |
| GB2484048B (en) | 2009-07-29 | 2014-01-29 | Otis Elevator Co | Rope sway mitigation via rope tension adjustment |
| CN103402900B (en) * | 2011-02-28 | 2016-04-27 | 三菱电机株式会社 | Elevator rope swing detecting device |
| FI123182B (en) * | 2012-02-16 | 2012-12-14 | Kone Corp | Method for controlling the lift and lift |
| KR102065157B1 (en) * | 2012-06-04 | 2020-01-10 | 오티스엘리베이터캄파니 | Elevator rope sway mitigation |
| JP5605860B2 (en) * | 2012-11-15 | 2014-10-15 | 東芝エレベータ株式会社 | Elevator operation control method and operation control apparatus |
| WO2015047221A1 (en) * | 2013-09-24 | 2015-04-02 | Otis Elevator Company | Rope sway mitigation through control of access to elevators |
| EP2913289B1 (en) * | 2014-02-28 | 2016-09-21 | ThyssenKrupp Elevator AG | Elevator system |
| CN106573753B (en) * | 2014-07-31 | 2019-09-10 | 奥的斯电梯公司 | Building rocks operating system |
| US9875217B2 (en) * | 2015-03-16 | 2018-01-23 | Mitsubishi Electric Research Laboratories, Inc. | Semi-active feedback control of sway of cables in elevator system |
| US9862570B2 (en) * | 2016-03-10 | 2018-01-09 | Mitsubishi Electric Research Laboratories, Inc. | Controlling sway of elevator cable connected to elevator car |
-
2015
- 2015-07-27 CN CN201580040963.7A patent/CN106573753B/en active Active
- 2015-07-27 US US15/500,362 patent/US10239730B2/en active Active
- 2015-07-27 WO PCT/US2015/042189 patent/WO2016018786A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5022201A (en) * | 1988-04-26 | 1991-06-11 | Kajima Corporation | Apparatus for accelerating response time of active mass damper earthquake attenuator |
| JP2001049880A (en) * | 1999-08-05 | 2001-02-20 | Sekisui House Ltd | Adjusting method of dynamic damper |
| CN101081672A (en) * | 2006-05-31 | 2007-12-05 | 株式会社日立制作所 | Elevator equipment |
| JP2008050131A (en) * | 2006-08-25 | 2008-03-06 | Mitsubishi Electric Corp | Hoistway swing displacement detection device of elevator |
| CN103359568A (en) * | 2012-03-30 | 2013-10-23 | 东芝电梯株式会社 | Control device for elevator |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112534156A (en) * | 2018-07-13 | 2021-03-19 | 埃塞克有限责任公司 | System and related method for identifying and actively controlling vibrations in a building |
| US20220267118A1 (en) * | 2019-02-07 | 2022-08-25 | Otis Elevator Company | Elevator system control based on building sway |
| US11905142B2 (en) * | 2019-02-07 | 2024-02-20 | Otis Elevator Company | Elevator system control based on building sway |
Also Published As
| Publication number | Publication date |
|---|---|
| US20170210597A1 (en) | 2017-07-27 |
| WO2016018786A1 (en) | 2016-02-04 |
| CN106573753B (en) | 2019-09-10 |
| US10239730B2 (en) | 2019-03-26 |
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